ANALISIS BALOK PRECAST TYPE LSHAPE PADA BEBAN MAKSIMUM
Keywords:
Precast, lentur, concreteAbstract
Pada penelitian balok precast tipe L shape telah dihasilkan suatu kekuatan lentur balok precast yang disambung di tengah bentang dengan bentuk sambungan tipe L shape. Tujuan dari penelitian ini adalah untuk menentukan kekuartan lentur baik defleksi dan beban yang dapat diaplikasikan maksimum terhadap balok precast tsersebut. Balok precast terdiri dari dua balok precast P1 danP2. Data yang telah dihasilkan dari penelitian ini adalah lendutan pada balok precast P1 sebesar 28,44 mm pada beban masksimal 11,21 Ton dan lendutan pada balok precast P2 sebesar 26,71 mm pada beban masksimal 11,76 Ton. Selain dari data beban, dihasilkan grafik pembebanan versus lendutan dimana terlihat balok precast dengan sambungan tipe L shape berperilaku sebagai kurang daktail dimana deformasi inelastic tidak terlihat. Hal itu terjadi karena adanya overlapping sambungan pada tengah bentang.References
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Indonesian Society of Applied Science (ISAS)
